CN116716800A - A comb-shaped telescopic device for roller shaft lateral displacement - Google Patents
A comb-shaped telescopic device for roller shaft lateral displacement Download PDFInfo
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- CN116716800A CN116716800A CN202310062775.0A CN202310062775A CN116716800A CN 116716800 A CN116716800 A CN 116716800A CN 202310062775 A CN202310062775 A CN 202310062775A CN 116716800 A CN116716800 A CN 116716800A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/065—Joints having sliding plates
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Abstract
本发明公开了一种辊轴横向位移的梳齿形伸缩装置,包括:活动梳齿板、活动梳齿板由横向滑动机构锚固在A梁体上,固定梳齿板设置在不锈钢滑板上,且由预埋的固定锚固螺栓将固定梳齿板锚固在B梁体上,其特点是活动梳齿板的根部设有横移辊轴与辊轴支承钢垫板组成的竖转横移双向变位支座,所述横移辊轴由辊轴支承钢垫板设置在横向滑动机构一侧,辊轴支承钢垫板与A梁体的预埋钢筋为焊接;所述横移辊轴、辊轴支承钢垫板、横向滑动机构、橡胶支座和滑动锚固螺栓组成竖转横移机构。本发明与现有技术相比具有横向位移功能,填补了单元式多向变位梳齿形伸缩装置无横向位移机构的空白,竖转横移支座简单,加工安装方便快速。
The invention discloses a comb-shaped telescopic device for lateral displacement of a roller shaft, which includes: a movable comb plate, which is anchored on the A-beam body by a transverse sliding mechanism, and the fixed comb plate is arranged on a stainless steel sliding plate, and The fixed comb plate is anchored to the B beam body by pre-embedded fixed anchor bolts. Its characteristic is that the root of the movable comb plate is equipped with a vertical rotation and lateral displacement two-way displacement composed of a transverse roller and a roller support steel pad. Support, the traverse roller shaft is provided on one side of the transverse sliding mechanism by a roller shaft supporting steel pad, and the roller shaft supporting steel pad is welded to the embedded steel bars of the A beam body; the traverse roller shaft, roller shaft The supporting steel backing plate, transverse sliding mechanism, rubber bearing and sliding anchor bolt form a vertical rotation and transverse shifting mechanism. Compared with the prior art, the present invention has a lateral displacement function, fills the gap of a unitary multi-directional displacement comb-shaped telescopic device without a lateral displacement mechanism, is simple to rotate vertically and horizontally, and is easy and fast to process and install.
Description
技术领域Technical field
本发明涉及桥梁伸缩装置技术领域,具体地说是一种辊轴横向位移梳齿形伸缩装置。The invention relates to the technical field of bridge expansion and contraction devices, specifically a comb-shaped expansion and contraction device with roller shaft lateral displacement.
技术背景technical background
桥梁伸缩装置主要有模数式伸缩装置和单元式多向变位梳齿形伸缩装置等两大类。模数式伸缩装置有六向变位技术指标,其中横向位移是一种十分重要的指标。曲线高架桥梁温差变化时伸缩装置会产生横向位移,尤其是在地震发生时桥梁结构会产生剧烈的横向位移和纵向位移振动。但是单元式多向变位梳齿形伸缩装置没有横向位移技术标准要求。Bridge telescopic devices mainly include modular telescopic devices and unit-type multi-directional displacement comb-shaped telescopic devices. The modular telescopic device has six-direction displacement technical indicators, of which lateral displacement is a very important indicator. When the temperature difference of a curved viaduct changes, the telescopic device will produce lateral displacement. Especially when an earthquake occurs, the bridge structure will produce severe lateral displacement and longitudinal displacement vibration. However, the unit-type multi-directional displacement comb-shaped telescopic device does not have technical standards for lateral displacement.
现有技术的单元式多向变位梳齿形伸缩装置由于没有横向位移结构技术,不能满足曲线高架桥梁温差变化所产生的横向位移需求和抗震的要求,尤其是在地震发生时桥梁结构会产生剧烈的横向位移和纵向位移振动,不能继续正常工作。Due to the lack of lateral displacement structural technology, the existing unit-type multi-directional displacement comb-shaped telescopic device cannot meet the lateral displacement requirements and seismic resistance requirements caused by the temperature difference changes of curved viaducts, especially when an earthquake occurs, the bridge structure will Severe lateral displacement and longitudinal displacement vibration, and it cannot continue to work normally.
发明内容Contents of the invention
本发明的目的是针对现有技术的单元式梳齿形伸缩装置不足而设计的一种辊轴横向位移梳齿形伸缩装置,采用竖转横移辊轴和辊轴支承钢垫板组成的竖转横移双向变位支座设置在活动梳齿板的根部,且与横向滑动机构、橡胶支座和滑动锚固螺栓组成活动梳齿板的竖转横移压锚机构,使单元式梳齿形伸缩装置实现了横向位移功能,填补了单元式多向变位梳齿形伸缩装置无横向位移机构的空白,并对原辊轴固定支座的复杂性和功能性进行革新,使原固定转动支座革新为转动和横移支座,构造更为简单,取消了活动梳齿板根部的凹凸折线,改为直线形使活动梳齿板外形更美观,加工制作安装更方便,大大满足了曲线高架桥梁温差变化所产生的横向位移需求和抗震的要求,尤其是在桥梁结构产生剧烈的横向位移和纵向位移振动情况下也能继续正常工作,较好解决了单元式多向变位伸缩装置横向大位移结构的技术问题。The purpose of the present invention is to design a roller shaft lateral displacement comb-shaped telescopic device in view of the shortcomings of the existing unit type comb-teeth telescopic device. The two-way displacement support for rotation and lateral movement is set at the root of the movable comb plate, and together with the transverse sliding mechanism, rubber bearings and sliding anchor bolts, it forms the vertical rotation and lateral displacement anchoring mechanism of the movable comb plate, making the unitized comb tooth shape The telescopic device realizes the lateral displacement function, filling the gap of the unit-type multi-directional displacement comb-shaped telescopic device without lateral displacement mechanism, and innovates the complexity and functionality of the original roller fixed support, making the original fixed rotating support The base is reformed into a rotating and transverse bearing with a simpler structure. The concave and convex fold lines at the root of the movable comb plate are eliminated and replaced with a straight line, making the appearance of the movable comb plate more beautiful and easier to process, manufacture and install, which greatly satisfies the needs of curved viaducts. The lateral displacement requirements and seismic resistance requirements caused by changes in the temperature difference of the beam, especially when the bridge structure produces severe lateral displacements and longitudinal displacement vibrations, can continue to work normally, which better solves the problem of the large lateral displacement of the unit-type multi-directional displacement telescopic device. Technical issues of displacement structures.
实现本发明的具体技术方案是:一种辊轴横向位移梳齿形伸缩装置,包括:活动梳齿板、固定梳齿板以及两侧分别与A梁体和B梁体锚固连接的橡胶止水带,活动梳齿板由横向滑动机构锚固在A梁体上,固定梳齿板设置在不锈钢滑板上,且由预埋的固定锚固螺栓将固定梳齿板锚固在B梁体上,其特点是活动梳齿板的根部设有横移辊轴与辊轴支承钢垫板组成的竖转横移双向变位支座,所述横移辊轴由辊轴支承钢垫板设置在横向滑动机构一侧,辊轴支承钢垫板与A梁体的预埋钢筋为焊接;所述活动梳齿板设置在横向滑动机构上,且由套装的滑动锚固螺栓,将活动梳齿板锚固在A梁体上,横向滑动机构的底座与A梁体的预埋钢筋为焊接;所述活动梳齿板跨伸缩缝与固定梳齿板的梳齿相互承插,且平置在不锈钢滑板上,活动梳齿板与不锈钢滑板和固定梳齿板的梳齿为滑动连接。The specific technical solution for realizing the present invention is: a roller shaft lateral displacement comb-shaped telescopic device, including: a movable comb plate, a fixed comb plate, and rubber water stops on both sides that are anchored to the A beam body and the B beam body respectively. Belt, the movable comb plate is anchored on the A beam body by a transverse sliding mechanism, the fixed comb plate is set on the stainless steel sliding plate, and the fixed comb plate is anchored on the B beam body by pre-embedded fixed anchor bolts. Its characteristics are: The root of the movable comb plate is provided with a vertically rotating and transverse two-way displacement support composed of a traversing roller and a roller supporting steel pad. The transverse roller is provided with a roller supporting steel pad on the side of the transverse sliding mechanism. On the side, the roller bearing steel backing plate and the embedded steel bars of the A-beam body are welded; the movable comb-tooth plate is set on the transverse sliding mechanism, and the movable comb-tooth plate is anchored to the A-beam body by a set of sliding anchor bolts. On the top, the base of the transverse sliding mechanism and the embedded steel bars of the A-beam body are welded; the movable comb plate is inserted across the expansion joint and the comb teeth of the fixed comb plate, and is placed flat on the stainless steel sliding plate. The plate is slidingly connected to the stainless steel sliding plate and the comb teeth of the fixed comb plate.
所述横向滑动机构上设有不锈钢滑片和橡胶支座,所述橡胶支座、横向滑动机构、滑动锚固螺栓与横移辊轴和辊轴支承钢垫板组成活动梳齿板的竖转横移压锚机构。The transverse sliding mechanism is provided with a stainless steel sliding piece and a rubber support. The rubber support, the transverse sliding mechanism, the sliding anchor bolt, the transverse roller and the roller support steel pad form the vertical and horizontal rotation of the movable comb plate. Shifting pressure anchor mechanism.
所述活动梳齿板的根部设有竖转横移槽和竖转横移钢挡板,所述竖转横移钢挡板焊接在辊轴支承钢垫板上;所述竖转横移槽为竖转横移钢挡板与活动梳齿板根部的变形缝,其内填充聚氨酯密封胶。The root of the movable comb plate is provided with a vertical rotation and lateral shift groove and a vertical rotation and lateral shift steel baffle. The vertical rotation and lateral shift steel baffle is welded to the roller support steel pad; the vertical rotation and lateral shift groove It is the deformation joint between the vertically rotating steel baffle and the root of the movable comb plate, which is filled with polyurethane sealant.
所述活动梳齿板和固定梳齿板上的锚固孔为圆形沉孔,其内设置两防松垫片由螺母与滑动锚固螺栓和固定锚固螺栓紧固,将活动梳齿板和固定梳齿板分别锚固在A梁体和B梁体上。The anchor holes on the movable comb plate and the fixed comb plate are circular countersunk holes, in which two anti-loosening washers are arranged and fastened by nuts, sliding anchor bolts and fixed anchor bolts. The movable comb plate and the fixed comb are The tooth plates are anchored on the A beam body and the B beam body respectively.
本发明与现有技术相比具有横向大位移的功能,填补了单元式多向变位梳齿形伸缩装置无横向位移机构的空白,竖转横移支座简单,加工安装方便快速,并对原辊轴固定支座的复杂性和功能性进行革新,使原固定转动支座革新为转动和横移支座,构造更为简单,取消了活动梳齿板根部的凹凸折线,改为直线形使活动梳齿板外形更美观,加工制作安装更方便,梳齿板简单化又美观,采用两片防松垫片螺栓,有效解决螺母容易松动的难题,大大满足了曲线高架桥梁温差变化所产生的横向位移需求和抗震的要求,尤其是在桥梁结构产生剧烈的横向位移和纵向位移振动情况下也能继续正常工作,较好解决了单元式多向变位伸缩装置横向大位移结构的技术问题。Compared with the existing technology, the present invention has the function of large lateral displacement, fills the gap of the unit type multi-directional displacement comb-shaped telescopic device without lateral displacement mechanism, has simple vertical rotation and lateral displacement support, convenient and fast processing and installation, and is suitable for The complexity and functionality of the original roller fixed bearing have been improved, and the original fixed rotating bearing has been transformed into a rotating and traversing bearing, with a simpler structure. The concave and convex fold lines at the root of the movable comb plate have been eliminated and replaced with a straight line. The appearance of the movable comb plate is more beautiful, and the processing, production and installation are more convenient. The comb plate is simple and beautiful. It uses two anti-loosening washer bolts to effectively solve the problem of easy loosening of nuts and greatly meets the problem of temperature difference changes in curved viaducts. lateral displacement requirements and seismic resistance requirements, especially when the bridge structure produces severe lateral displacement and longitudinal displacement vibration, it can continue to work normally, which better solves the technical problem of the large lateral displacement structure of the unit-type multi-directional displacement telescopic device. .
附图说明Description of the drawings
图1 为本发明结构示意图;Figure 1 is a schematic structural diagram of the present invention;
图2 为图1俯视图;Figure 2 is a top view of Figure 1;
图3 为实施例图;Figure 3 is an embodiment diagram;
图4 为图3俯视图。Figure 4 is a top view of Figure 3.
具体实施方式Detailed ways
参阅图1 ~ 图2,本发明由活动梳齿板1、固定梳齿板2、不锈钢滑板3、竖转横移辊轴4、橡胶支座5、横向滑动机构6、滑动锚固螺栓7、固定锚固螺栓8、不锈钢滑片9、滚轴支承钢垫板10、竖转横移钢挡板11、竖转横移槽12和橡胶止水带13等组成,所述活动梳齿板1由横向滑动机构6锚固在A梁体14上,固定梳齿板2设置在不锈钢滑板3上,且由预埋的固定锚固螺栓8将固定梳齿板2锚固在B梁体15上;所述活动梳齿板1的根部设有横移辊轴4与辊轴支承钢垫板10组成的竖转横移双向变位支座,所述横移辊轴4由辊轴支承钢垫板10设置在横向滑动机构6一侧,辊轴支承钢垫板10与A梁体14的预埋钢筋16为焊接;所述活动梳齿板1设置在横向滑动机构6上,且由套装的滑动锚固螺栓7,将活动梳齿板1锚固在A梁体14上,横向滑动机构6的底座与A梁体14的预埋钢筋16为焊接;所述活动梳齿板1跨伸缩缝与固定梳齿板2的梳齿相互承插,且平置在不锈钢滑板3上,活动梳齿板1与不锈钢滑板3和固定梳齿板2的梳齿为滑动连接。Referring to Figures 1 to 2, the present invention consists of a movable comb plate 1, a fixed comb plate 2, a stainless steel sliding plate 3, a vertically rotating and transverse roller 4, a rubber support 5, a transverse sliding mechanism 6, a sliding anchor bolt 7, and a fixed It consists of anchor bolts 8, stainless steel slides 9, roller support steel pads 10, vertical rotation and transverse movement steel baffles 11, vertical rotation and transverse movement grooves 12 and rubber waterstops 13. The movable comb plate 1 is composed of horizontal The sliding mechanism 6 is anchored on the A beam body 14, the fixed comb plate 2 is set on the stainless steel sliding plate 3, and the fixed comb plate 2 is anchored on the B beam body 15 by pre-embedded fixed anchor bolts 8; the movable comb The root of the toothed plate 1 is provided with a vertical rotation and transverse two-way displacement support composed of a traverse roller 4 and a roller support steel backing plate 10. The transverse roller 4 is arranged in the transverse direction by the roller support steel backing plate 10. On one side of the sliding mechanism 6, the roller support steel pad 10 and the embedded steel bars 16 of the A-beam body 14 are welded; the movable comb plate 1 is set on the transverse sliding mechanism 6, and is provided with sliding anchor bolts 7, The movable comb plate 1 is anchored on the A beam body 14, and the base of the transverse sliding mechanism 6 and the embedded steel bars 16 of the A beam body 14 are welded; the movable comb plate 1 spans the expansion joint and the fixed comb plate 2 The comb teeth are inserted into each other and placed flat on the stainless steel sliding plate 3. The movable comb plate 1 is slidingly connected to the comb teeth of the stainless steel sliding plate 3 and the fixed comb plate 2.
所述横向滑动机构6上设有不锈钢滑片9和橡胶支座5,所述橡胶支座5、横向滑动机构6、滑动锚固螺栓7与横移辊轴4和辊轴支承钢垫板10组成活动梳齿板1的竖转横移压锚机构。The transverse sliding mechanism 6 is provided with a stainless steel sliding piece 9 and a rubber support 5. The rubber support 5, the transverse sliding mechanism 6, the sliding anchor bolt 7, the transverse roller 4 and the roller support steel pad 10 are composed of The vertical rotation and transverse movement anchoring mechanism of the movable comb plate 1.
所述活动梳齿板1的根部设有竖转横移槽12和竖转横移钢挡板11,所述竖转横移钢挡板11焊接在辊轴支承钢垫板10上;所述竖转横移槽12为竖转横移钢挡板11与活动梳齿板1根部的变形缝,其内填充聚氨酯密封胶。The root of the movable comb plate 1 is provided with a vertical rotation and lateral shift groove 12 and a vertical rotation and lateral shift steel baffle 11. The vertical rotation and lateral shift steel baffle 11 is welded to the roller support steel pad 10; The vertical rotation and transverse movement groove 12 is a deformation joint between the vertical rotation and transverse movement steel baffle 11 and the root of the movable comb plate 1, and is filled with polyurethane sealant.
参阅图2,所述活动梳齿板1和固定梳齿板2上的锚固孔18为圆形沉孔,其内设置两防松垫片由螺母与滑动锚固螺栓7和固定锚固螺栓8紧固,将活动梳齿板1和固定梳齿板2分别锚固在A梁体14和B梁体15上。Referring to Figure 2, the anchor holes 18 on the movable comb plate 1 and the fixed comb plate 2 are circular countersunk holes, in which two anti-loosening washers are provided and fastened by nuts, sliding anchor bolts 7 and fixed anchor bolts 8 , anchor the movable comb plate 1 and the fixed comb plate 2 to the A beam body 14 and the B beam body 15 respectively.
以下通过具体实施对本发明作进一步的详细说明。The present invention will be further described in detail below through specific implementation.
实施例1Example 1
参阅图3~图4,本发明按下述步骤安装和施工:Referring to Figures 3 to 4, the present invention is installed and constructed according to the following steps:
(一)切割铺装层混凝土(1) Cutting pavement concrete
根据当时气温划分安装宽度、切割A梁体14和B梁体15的顶层混凝土,挖掘混凝土时不得损伤梁体的主筋和预应力管道,并要保护好未切割的沥青混凝土,整理预埋钢筋或钢板,清点数量,缺失时应及时补足。Divide the installation width according to the temperature at that time, and cut the top concrete of beam A 14 and beam B 15. When excavating the concrete, the main bars and prestressed pipes of the beam must not be damaged, and the uncut asphalt concrete must be protected and the embedded steel bars or For steel plates, count the quantity and make up if missing.
(二)安装辊轴支承钢垫板和横向滑动机构(2) Install the roller bearing steel backing plate and transverse sliding mechanism
在A梁体14侧用3米直尺按桥面标高减去活动梳齿板1的厚度、横移辊轴4高度和辊轴支承垫板10厚度、定出横移辊轴4处混凝土标高,其旁侧也是桥面标高减去活动梳齿板1的厚度、橡胶支座5的厚度和横向滑动机构6的厚度,定出活动梳齿板1拉锚部位处混凝土标高,活动梳齿板1根部有两个不同高低部位的混凝土面。Use a 3-meter ruler on the 14th side of the A beam body to subtract the thickness of the movable comb plate 1, the height of the traversing roller 4 and the thickness of the roller support pad 10 from the bridge deck elevation to determine the concrete elevation of the 4 traversing rollers. , next to it is the elevation of the bridge deck minus the thickness of the movable comb plate 1, the thickness of the rubber bearing 5 and the thickness of the transverse sliding mechanism 6. Determine the concrete elevation at the anchor position of the movable comb plate 1, and the movable comb plate 1. There are two concrete surfaces at different heights at the root.
B梁体15也是用3米直尺,按桥面标高减去固定梳齿板2的厚度和不锈钢滑板3的厚度,定为B梁体15的顶层混凝土标高。固定螺栓8顶面标高低于桥面标高2毫米。要考虑桥梁纵横坡度因素影响,还要根据当时气温与安装宽度对照表,定出齿缝宽度。辊轴支承垫板10、横向滑动机构6和固定螺栓8与A梁体14的预埋钢筋16先点焊定位,复查无误后再满焊。B-beam 15 also uses a 3-meter ruler to determine the top concrete elevation of B-beam 15 by subtracting the thickness of the fixed comb plate 2 and the thickness of the stainless steel sliding plate 3 from the bridge deck elevation. The top elevation of fixing bolt 8 is 2 mm lower than the bridge deck elevation. The influence of the vertical and horizontal slope factors of the bridge must be considered, and the width of the tooth gap must be determined based on the comparison table between the temperature at that time and the installation width. The roller bearing pad 10, the transverse sliding mechanism 6 and the fixing bolts 8 are spot welded and positioned with the embedded steel bars 16 of the A beam body 14 first, and then fully welded after re-inspection.
(三)浇筑梁体顶层混凝土(3) Pouring the top concrete of the beam body
由C50钢纤维混凝土,浇筑A梁体14和B梁体15的混凝土,以及过渡段混凝土,振捣要密实,浇捣完毕需覆盖塑料薄膜洒水养护。The concrete of A beam body 14 and B beam body 15, as well as the concrete of the transition section are poured from C50 steel fiber concrete. The vibration must be dense. After pouring, it must be covered with plastic film and sprinkled with water for curing.
(四)安装橡胶支座、不锈钢滑板和橡胶止水带(4) Install rubber bearings, stainless steel slide plates and rubber waterstops
在A梁体14上安装橡胶支座5和B梁体15上安装不锈钢滑板3,在A梁体14和B梁体15的侧面安装橡胶止水带13。Rubber supports 5 are installed on the A beam body 14 and stainless steel slide plates 3 are installed on the B beam body 15. Rubber waterstops 13 are installed on the sides of the A beam body 14 and B beam body 15.
(五)安装活动梳齿板和固定梳齿板(5) Install the movable comb plate and fixed comb plate
将活动梳齿板1和固定梳齿板2吊装就位,在锚固孔18内设置两防松垫片由螺母分别与滑动锚固螺栓7和固定锚固螺栓8拧紧即可,螺母拧紧后在螺孔内灌注聚氨酯密封胶,竖转横移变形缝内也要灌聚氨酯密封胶。Lift the movable comb plate 1 and the fixed comb plate 2 into place, set two anti-loosening washers in the anchor hole 18, and tighten the nuts with the sliding anchor bolt 7 and the fixed anchor bolt 8 respectively. After tightening the nuts, install them in the screw holes. Polyurethane sealant is poured into the interior, and polyurethane sealant is also poured into the vertical rotation and transverse deformation joints.
(六)安装结束(6) Installation completed
安装完毕后,再次检查安装情况,正确无误后即可清场撤离。After the installation is completed, check the installation situation again. If it is correct, you can clear the site and evacuate.
以上具体实施只是对本发明做进一步说明,并非用以限制本发明专利,凡为本发明等效实施,均应包含于本发明专利的权利要求范围之内。The above specific implementations are only to further illustrate the present invention and are not intended to limit the patent of the present invention. All equivalent implementations of the present invention should be included in the scope of the claims of the patent of the present invention.
Claims (4)
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| CN202310062775.0A CN116716800A (en) | 2023-01-17 | 2023-01-17 | A comb-shaped telescopic device for roller shaft lateral displacement |
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| CN202310062775.0A CN116716800A (en) | 2023-01-17 | 2023-01-17 | A comb-shaped telescopic device for roller shaft lateral displacement |
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| CN219195636U (en) * | 2023-01-17 | 2023-06-16 | 上海通亿橡塑制品有限公司 | Comb-tooth telescoping device for transverse displacement of roller shaft |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| DE2109517A1 (en) * | 1971-03-01 | 1972-09-28 | P. Schulte-Stemmerk KG für Industrie und Handel, 4100 Duisburg | Expansion joint cover and seal between parallel structures |
| CN203890871U (en) * | 2014-05-20 | 2014-10-22 | 同济大学 | Stay rope-roll shaft type expansion joint device |
| CN206873282U (en) * | 2017-05-02 | 2018-01-12 | 黄广剑 | Modular multi-directional deflection comb plate, comb joint bridge extension joint |
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| CN219195636U (en) * | 2023-01-17 | 2023-06-16 | 上海通亿橡塑制品有限公司 | Comb-tooth telescoping device for transverse displacement of roller shaft |
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